1、ASIR工程量计算书楼梯梁工程名称：*C40楼梯名称构件名称墙内筋号基本参数梯平板厚钢筋计算结果中间梯梁投影面积梯梁地砖面积墙内梯梁砼(圈梁)砼含量用量调整构件环境抗震等级钢筋名称级别根数规格轴线距离左半柱宽右半柱宽间距肢数加密梁宽 梁高中支座长附箍构数梯数单根长度总根数钢筋重量1#TL11上贯 321626001201201111003.32020.010132 底贯 321826001201201111003.44020.0141321 次底 321826001201201111002.79220.0111322 半底次 321826001201201111003.11620.0121352、1构腰 321826001201201111002.90020.0121352 扭腰321826001201201111003.44020.014136 拉筋 1826001201204001200111000.37270.001137 箍筋1826001201202002200350111001.132130.0060.470.470.120.0213TL21上贯 321426001201201111003.20020.008132 底贯 321626001201201111003.32020.0101317 箍筋1826001201202002200350111001.132130.0063、0.1713 合 计0.1040.470.470.170.120.02第 1 页ASIR工程量计算表楼梯休息平台板工程名称：*C40轴线位置筋号钢筋名称基本参数分布筋钢筋计算结果工程量抗震等级纵轴横轴级别规格间距楼梯宽度平台宽度左右梁宽上下梁宽至边数轴数层数梯数中间梯梁宽度踢脚高度板厚级别规格间距扣减长度总根数单根长度钢筋重量分布筋重量平台投影面积地砖面积平台砼含量用量调整双层双向1底纵 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底横38200260014502002002111200 150 1004、200131.6200.008352上纵2 3820026001450200200111200 150 10020072.8800.008362 上横23820026001450200200111200 150 100200131.7300.0093单层双向1底纵 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底横38200260014502002002111200 150 100200131.6200.00833边架 382005001450200200111200 150 100162001000705、.8100.0020.00134 中架382005002600200200111200 150 100162001000130.6700.0030.00134 中架382005001450200200111200 150 10016200100070.6700.0020.00133边架 382005002600200200111200 150 100162001000130.8100.0040.0013双层单向1底纵 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底横38200260014502002006、2111200 150 100200131.6200.008352上纵2 3820026001450200200111200 150 10016200100072.8800.0080.00233边架 382005002600200200111200 150 100200130.8100.00434 中架382005002600200200111200 150 100200130.6700.0033双层单向1底纵 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底横38200260014502002002117、1200 150 100200131.6200.008362 上横23820026001450200200111200 150 100162001000131.7300.0090.00433边架 382005001450200200111200 150 10020070.8100.00234 中架382005001450200200111200 150 10020070.6700.0023小计0.1210.01012.0015.181.22-1.25第 2 页ASIR工程量计算表现浇板工程名称：*C40轴线位置筋号钢筋名称基本参数分布筋钢筋计算结果现浇板工程量厚砼强度构件环境纵轴横轴级别规格间8、距纵轴长度横轴长度左右梁宽上下梁宽至边数轴数构件层数板厚级别规格间距扣减长度总根数单根长度钢筋重量分布筋重量轴线面积净面积扣柱梁面抹灰100内200内300内500内500上1-2A-B1底纵 38200510045002503001111120200225.2100.04522.9520.37-2.172.444012 底横38200510045002503001111120200254.6350.0464013边架 3820010004500250300111120162002000221.3300.0120.0044014 中架3820010005100250300111120162009、2000251.2150.0120.0054015上纵 3820010005100250300111120162002000251.0000.0100.0054016 上横3820051004500250300111120162002000254.5000.0440.02040151上纵1 3820051004500250300111120162002000225.2150.0450.01840161 上横13820051004500250300111120162002000254.5900.0450.02040152上纵2 382005100450025030011112016200200010、225.3300.0460.01840162 上横23820051004500250300111120162002000254.6800.0460.0204019纵温 16200510045002503001111202002000103.2500.00740110 横温16200510045002503001111202002000142.6000.00840111 撑筋181000 51004500250300111120200220.5100.0044017加筋 212121807101120200702.1800.136401双层双向1底纵 382005100450025030011111、1120200225.2100.04522.9520.37-2.172.444012 底横38200510045002503001111120200254.6350.04640152上纵2 3820051004500250300111120200225.3300.04640162 上横23820051004500250300111120200254.6800.046401单层双向1底纵 38200510045002503001111120200225.2100.04522.9520.37-2.172.444012 底横38200510045002503001111120200254.6350.12、0464013边架 3820010004500250300111120162001950221.3300.0120.0044014 中架382009005100250250111120162001800251.1150.0110.0054014 中架382008004500300300111120162001950221.0400.0090.0034013边架 3820010505100300250111120162001800251.3800.0140.005401双层单向1底纵 38200150050002503001111120200241.6100.0157.505.88-1.430.13、714012 底横3820015005000250300111112020075.1350.0144015上纵 3820015005000250300111120162001900241.5000.0140.0074013边架 382001000150025025011112020071.3300.0044014 中架38200900150025025011112020071.1150.003401第 3 页双层单向1底纵 3820050001500250300111112020075.1100.0147.505.70-1.430.684012 底横382005000150025030011114、1120200251.6350.0164016 上横3820050001500250300111120162001900251.5000.0150.0074013边架 382001000150025030011112020071.3300.0044014 中架38200900150025030011112020071.1150.003401C40 层小计0.9290.13983.8572.69-9.378.72ASIR工程量计算表现浇板工程名称：*C40轴线位置筋号钢筋名称基本参数分布筋钢筋计算结果现浇板工程量厚砼强度构件环境纵轴横轴级别规格间距纵轴长度横轴长度左右梁宽上下梁宽至边数轴数构件层15、数板厚级别规格间距扣减长度总根数单根长度钢筋重量分布筋重量轴线面积净面积扣柱梁面抹灰100内200内300内500内500上第 4 页抗震等级33333333333333333333333333333第 5 页33333抗震等级第 6 页ASIR工程量计算书框架柱工程名称：*C 40构件名称筋号钢筋名称钢筋基本参数基础顶层接头抹灰计算结果清单砼计价表构件环境级别根数规格柱长边宽柱短边宽箍肢箍筋间距加密基础高度层高上层梁高上层板厚构数层数单根长度总根数钢筋重量电渣压力焊柱头板砼1.6内柱砼2.5内柱砼3.6内柱砼5.0内柱砼5.0外柱砼总抹灰TZ11主 筋3614300200160036005016、01201111114.83860.03512外 箍3830020020060036005001201111111.032220.0090.220.010.213.601小计0.0440.220.010.213.60第 7 页抗震等级33第 8 页ASIR工程量计算表楼梯斜板AT板工程名称：*C40楼梯名称构件名称筋号钢筋名称基本参数分布筋钢筋计算结果工程量抗震等级级别规格间距踏步水平净长垂直高度梯板宽度梯井宽度板厚踏步宽踏步高踏步数踢脚高度构件梯数级别规格间距总根数单根长度钢筋重量分布筋重量清单投影面积计价投影面积地砖面积扶手长度单线防滑条踏步角压铜条砼含量用量调整1#AT11底筋3121117、026001800125060110260150101501138200133.2990.0380.0083.333.336.173.5412.0013.750.68-0.013标准图集用2低负3122202600180012506011026015010150113820071.1900.0070.00233高负3122202600180012506011026015010150113820071.1540.0070.00231#AT11底筋31211026001800125060110260150101501138200133.2990.0380.0083.333.336.173.541218、.0013.750.68-0.013双层双向用 31 负贯31211026001800125060110260150101501138200133.7990.0440.0083小 计0.1350.0286.666.6612.347.0824.0027.501.35-0.02注：1梯井宽度200时不输入 非标准设计需修改负筋长度 2梯板侧边不需要贴地砖踢脚线时需修改公式第 9 页第 10 页ASIR工程量计算表楼梯斜板BT板工程名称：*C40楼梯名称构件名称筋号钢筋名称基本参数分布筋钢筋计算结果工程量抗震等级级别规格间距低端平板净长踏步水平净长垂直高度梯板宽度梯井宽度板厚踏步宽踏步高踏步数踢脚高19、度构件梯数级别规格间距总根数单根长度钢筋重量分布筋重量清单投影面积计价投影面积地砖面积扶手长度单线防滑条踏步角压铜条砼含量用量调整1#BT11底筋31010080026001800125060110260150101501138200144.0990.0350.0104.354.357.174.3412.0013.750.79-0.113标准图集用 21 低负1 3102008002600180012506011026015010150113820081.0700.0050.004322 低负2 3102008002600180012506011026015010150113820080.9820、00.00533高负3102008002600180012506011026015010150113820081.3310.0070.00331#BT11底筋31010080026001800125060110260150101501138200144.0990.0350.0104.354.357.174.3412.0013.750.79-0.113双层双向用 21 低负1 31010080026001800125060110260150101501138200141.0700.009331 负贯31010080026001800125060110260150101501138200143.621、790.0320.0103小 计0.1290.0368.708.7014.348.6824.0027.501.58-0.22注：1梯井宽度200时不输入 非标准设计需修改负筋长度 2梯板侧边不需要贴地砖踢脚线时需修改公式第 11 页第 12 页ASIR工程量计算表楼梯斜板CT板工程名称：*C40楼梯名称构件名称筋号钢筋名称基本参数分布筋钢筋计算结果工程量抗震等级级别规格间距高端平板净长踏步水平净长垂直高度梯板宽度梯井宽度板厚踏步宽踏步高踏步数踢脚高度构件梯数级别规格间距总根数单根长度钢筋重量分布筋重量清单投影面积计价投影面积地砖面积扶手长度单线防滑条踏步角压铜条砼含量用量调整1#CT11底筋322、1010080026001800125060110260150101501138200143.5720.0310.0104.354.357.174.3412.0013.750.79-0.113标准图集用 11 底平31010080026001800125060110260150101501138200130.9500.0080.00432低负3102008002600180012506011026015010150113820071.3610.00633高负3102008002600180012506011026015010150113820081.4900.0070.00331#CT11底筋23、31010080026001800125060110260150101501138200143.5720.0310.0104.354.357.174.3412.0013.750.79-0.11311 底平31010080026001800125060110260150101501138200130.9500.0080.0043双层双向用 31 负贯31010080026001800125060110260150101501138200144.4790.0390.0103小 计0.1290.0408.708.7014.348.6824.0027.501.58-0.22注：1梯井宽度200时不输入24、 非标准设计需修改负筋长度 2梯板侧边不需要贴地砖踢脚线时需修改公式第 13 页第 14 页ASIR工程量计算表楼梯斜板DT板工程名称：*C40楼梯名称构件名称筋号钢筋名称基本参数分布筋钢筋计算结果工程量抗震等级级别规格间距低端平板净长踏步水平净长高端平板净长垂直高度梯板宽度梯井宽度板厚踏步宽踏步高踏步数踢脚高度构件梯数级别规格间距总根数单根长度钢筋重量分布筋重量清单投影面积计价投影面积地砖面积扶手长度单线防滑条踏步角压铜条砼含量用量调整1#DT11底筋31211020026008001800125060110260150101501138200133.9720.0460.0094.614.625、17.574.5412.0013.750.82-0.133标准图集用 11 底平31211020026008001800125060110260150101501138200131.0100.012321 低负1 3122202002600800180012506011026015010150113820071.7230.011322 低负2 3122202002600800180012506011026015010150113820071.4790.0090.00333高负3122202002600800180012506011026015010150113820071.5440.0100.26、00331#DT11底筋31211020026008001800125060110260150101501138200133.9720.0460.0094.614.617.574.5412.0013.750.82-0.133双层双向用 11 底平31211020026008001800125060110260150101501138200131.0100.012321 低负1 3122202002600800180012506011026015010150113820071.7230.011331 负贯312110200260080018001250601102601501015011382027、0134.5620.0530.0093小 计0.2080.0349.229.2215.149.0824.0027.501.63-0.27注：1梯井宽度200时不输入 非标准设计需修改负筋长度 2梯板侧边不需要贴地砖踢脚线时需修改公式第 15 页第 16 页ASIR工程量计算表楼梯汇总工程名称：*C40序号名称计算结果I级钢筋明细表钢筋重量梯柱电渣压力接头清单投影面积计价投影面积楼梯地砖面积扶手板净面积扣梁侧抹灰板体积柱体积柱抹灰圈梁砼含量用量调整单线防滑条踏步角压铜条I6I8I10I12I14I16I181梯梁0.1040.470.470.470.170.120.020.0132休息平台0.128、3112.0012.0015.181.22-1.250.0103楼层板1.06872.69-9.378.720.1540.0044梯柱0.0440.213.605梯斜板AT板0.1636.666.6612.347.081.35-0.0224.0027.506梯斜板BT板0.1658.708.7014.348.681.58-0.2224.0027.507梯斜板CT板0.1698.708.7014.348.681.58-0.2224.0027.508梯斜板DT板0.2429.229.2215.149.081.63-0.2724.0027.50合计2.08645.7545.7571.8133.54729、2.69-9.378.720.213.600.177.48-1.9496.00110.000.1640.017注：1.扶手长度需另加(梯板宽度*楼梯个数)2.装饰情况不同时需分别计算I6I8I10I12I14I16I18II级钢筋明细表III级钢筋明细表I20I22I25I28I32II6II8II10II12II14II16II18II20II22II25II28II32III6III8III10III12III14III16III18III20III220.0080.0210.0630.1210.1360.7740.0090.0350.0280.1350.0360.1290.0400.1290.0340.2080.1361.0430.2570.3430.0430.0210.063I20I22I25I28I32II6II8II10II12II14II16II18II20II22II25II28II32III6III8III10III12III14III16III18III20III22III25III28III32III25III28III32